Combined Strategy of Building Vibration Control by using Tuned Mass Damper and Base Isolator
Venkata Ramana. G1, Vinod. Y2
1Venkata Ramana. G, Department of Civil Engineering, Koneru Lakshmaiah Education Foundation, Deemed to be University, Vaddeswaram (A.P), India.
2Vinod. Y, Department of Civil Engineering, Koneru Lakshmaiah Education Foundation, Deemed to be University, Vaddeswaram (A.P), India.
Manuscript received on 30 April 2019 | Revised Manuscript received on 14 May 2019 | Manuscript Published on 28 May 2019 | PP: 289-292 | Volume-7 Issue-6C2 April 2019 | Retrieval Number: F10530476C219/2019©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Horizontal loading as a result of an earthquake is a dominant aspect which causes damage to the structure. The volume of damage is high in case of high-rise buildings. Many techniques are developed in recent years for resisting the structure from damage due to the earthquake. This present study deals with Base Isolation technique and Tuned Mass Damper for finding the inter-storey drift of a high-rise building. Base Isolation technique is used for partially absorbing the seismic energy. This Base Isolation technique can be used for new structures. Tuned Mass Damper is one the techniques for reducing the seismic effect on structures as it reduces the displacement causing from seismic energy. This research work deals with the performance evaluation of base-isolated structure along with Tuned Mass Damper using SAP2000.
Keywords: Acceleration, Base Isolators, Lateral Displacement, Storey Drift, Tuned Mass Damper.
Scope of the Article: Building Energy